Dynamic Performance Evaluation of Concrete Building Using Low-Yield Point Steel Shear Panels

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Sample</td><td class="align_center">Py</td><td class="align_center">DispMAX</td><td class="align_center">Peak</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Reinforced concrete panel with a bracing</td><td class="align_center">115</td><td class="align_center">20</td><td class="align_center">160</td></tr><tr><td class="align_left">Reinforced concrete panel with a SSW</td><td class="align_center">325</td><td class="align_center">4</td><td class="align_center">800</td></tr><tr><td class="align_left">A reinforced concrete panel with a A36 bracing</td><td class="align_center">330</td><td class="align_center">6</td><td class="align_center">795</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shock and Vibration

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Table 3

Table 3: Dynamic Performance Evaluation of Concrete Building Using Low-Yield Point Steel Shear Panels 